1、安庆职业技术学院13届毕业生毕业论文某办公楼 工程地点：单位面积造价：789.44元/平方米总造价：337879.40元大写总造价：叁拾叁万柒仟捌佰柒拾玖元肆角建设单位：编制单位：编制人：高宇阳 编制人证号：审核人： 审核人证号：目录一、 编制说明1二、 取费表2三、 直接费计算表3四、 人工费计算表8五、 材料费计算表9六、 机械费计算表14七、 工料机汇总表15八、 经济指标表22九、 工程量计算表27十、 钢筋分部汇总 33十一、 最后钢筋汇总35 编制说明工程名称：某办公楼 1.本工程建筑结构类型：三层框架。2.本套图纸的设计依据甲方审定的住宅平面方案及设计委托书中装修说明进行施工图设
2、计。图纸设计依据国家及有关部门颁布的现行设计规范规程、标准及有关规定文件。3.施工方法：土石方工程中采取人工挖掘，运距为100M。4.本设计未考虑构件的运输及安装。在实际施工过程中，这一部分工程费用应该加入。在混凝土的换算中，所有的塌落度都选择的3050。在套水泥炉渣找坡中，因未找到相应的定额，顾套用相似定额8-167。雨蓬因有了反沿，取了系数1.2，并入相应天棚抹灰工程。5.本工程预算以2000全国统一建筑工程基础定额6.所有的门窗尺寸都按照“门窗详图”的尺寸计算。由甲方提供的M2、M5。在直接费中未考虑进来。7.取费标准依据工程类别按民建四类、国营二级施工单位标准取费。8.本预算没有考虑设
3、计修改问题，如实际施工中发生，甲乙双方应协商调整。总费用总工程量428.00总工程量单位平方米总造价337879.40其中直接费（元）286524.91人工费（元）65336.73材料费（元）188823.99机械费（元）16218.50综合费（元）16218.50各项指标单位造价（元）789.44钢材（吨）2300.00水泥（千克）0.29中粗砂（立方米）46.00石子（立方米）49.00人工（元/工日）27.96 序号名 称计算基础造价（元）1定额直接费 286524.912 其中:人工费 65336.733 材料费 188823.994 机械费 16145.725 综合费 16218.5
4、6人工工日 2355.67直接费(1)286524.918企业管理费、财务费用、其他费用(7) 3.56%10200.299劳动保险费(7) 3.3%9455.3210间接费(8)+(9)19655.6111工料机价差 14258.2812价差 14258.2813水泥及半成品基价价差 1614.7514直接费间接费之和(7)+(10)+(12)-(13).318824.0515计划利润(14) 2%6376.48116建设施工安全技术服务费(14)+(15) 0.15%487.817意外伤害保险费(14)+(15) 0.05%162.618税金(14)+(15)+(16)+(17) 3.69
5、14%12028.4619工程造价合计(14)+(15)+(16)+(17)+(18)337879.39直接费计算表序号定额代码名称单位定额基价数量直接费合计 其中人工费材料费机械费综合费单价价差1一、土石方工程21-26.人工挖基坑三类土 深度2米以内100m31676.413.325565.685210.21040.44315.03031-39.回填土 夯填100m3970.9732912.912187.360560.67164.88041-41.平整场地100m282.813.48288.18271.860016.32051-44换人工运土方 运距100米以内100m31015.770.
6、33335.2316.230018.9806小 计9101.977985.660601.11515.217三、脚手架工程83-3.外脚手架 钢管 单排 9米以内100m2299.4219.7485912.952801.452341.92434.85334.73093-8.满堂脚手架 基本层 3.6米高100m2413.973.9751645.53857.65441.94252.8193.130103-30.20米(6层)以内垂直运输 塔吊施工100m21504.434.096153.12005804.81348.3-10.88.11小 计13711.63659.12783.866492.477
7、76.1612四、砌筑工程134-2H.水泥砂浆砖基础 M1010m31710.60.7321252.16221.11949.2610.9170.8882.37148144-10.单面清水砖墙 1砖 混合砂浆 M510m31829.684.8188815.42254.735970.6691.0149974.682154-25.混水砖墙 1砖 混合砂浆 M510m31756.323.5596250.741419.264410.4667.23353.874.68216小 计16318.33895.111330.38169.15923.6817五、模板工程185-4.现浇混凝土模板 独立基础 毛石砼
8、10m3472.874.6022176.15768.071006.37278.51123.20195-12.现浇混凝土模板 混凝土基础垫层10m3354.961.308464.2957.74372.417.8626.280.06924205-26.现浇混凝土模板 矩形柱 周长1.8米以内10m32637.821.9215067.252219.12063.92497.4286.820215-31.现浇混凝土模板 构造柱10m32236.120.26581.39175.06359.7813.6432.910直接费计算表序号定额代码名称单位定额基价数量直接费合计 其中人工费材料费机械费综合费单价价差
9、225-32.现浇混凝土模板 基础梁10m32040.430.8481730.28508.94791.88331.5397.940235-33.现浇混凝土模板 单梁 连续梁 悬臂梁10m32656.675.54714736.556151.966352.041398.4834.160245-35.现浇混凝土模板 圈梁10m31749.170.127222.14123.6962.6423.2412.570255-36.现浇混凝土模板 过梁10m35046.170.0558281.58104.33144.9816.3315.940265-45.现浇混凝土模板 有梁板 10厘米厚以内10m32724.
10、192.6657259.973042.873036.34769.81410.940275-46.现浇混凝土模板 有梁板 10厘米厚以外10m32281.411.0332356.71030.38946.63246.29133.40295-50.现浇混凝土模板 整体楼梯10m2888.771.052934.99355.86485.440.852.930305-51.现浇混凝土模板 雨蓬10m2609.220.34207.1379.18105.9810.2511.720315-54.现浇混凝土模板 台阶10m2163.432.493407.43128.59234.4921.2923.060325-5
11、5.现浇混凝土模板 栏板10m527.370.621327.558.37236.7913.818.540335-60.现浇混凝土模板 挑檐天沟10m39504.980.312946.54897.651739.55142.55166.79034小 计39699.8915701.7917939.23811.72247.235六、混凝土及钢筋混凝土工程365-221.现浇构件圆钢筋 6.5毫米以内t3287.140.511676.44325.811236.6619.0894.89324.4722375-222.现浇构件圆钢筋 8毫米以内t3028.444.07612343.921689.149742
12、.7213.38698.71324.4722385-223.现浇构件圆钢筋 10毫米以内t2880.73.0238708.36906.397177.72131.32492.93324.4722395-224.现浇构件圆钢筋 12毫米以内t2969.221.9075662.3468.214696.86176.72320.51257.81195405-225.现浇构件圆钢筋 14毫米以内t2911.130.269783.0955.04660.8722.8644.33257.81195415-226.现浇构件圆钢筋 16毫米以内t2880.730.084241.9815.25206.04713.72
13、47.15295425-227.现浇构件圆钢筋 18毫米以内t2859.490.5111461.281.741258.138.6582.71247.15295435-228.现浇构件圆钢筋 20毫米以内t2838.040.9912812.5142.32437.9873.03159.19247.15295445-235.现浇构件螺纹钢筋 12毫米以内t3095.80.5751780.09153.581464.2761.47100.76323.43795455-236.现浇构件螺纹钢筋 14毫米以内t3034.210.035106.27.8488.913.446.01323.43795465-23
14、7.现浇构件螺纹钢筋 16毫米以内t3005.391.3664105.36276.443464.72131.82232.38270.14295直接费计算表序号定额代码名称单位定额基价数量直接费合计 其中人工费材料费机械费综合费单价价差475-238.现浇构件螺纹钢筋 18毫米以内t2982.381.7135108.82299.934369.02150.69289.17270.14295485-239.现浇构件螺纹钢筋 20毫米以内t2961.493.40410080.91547.878665.32297.1570.61270.14295495-240.现浇构件螺纹钢筋 22毫米以内t2930.
15、392.7187964.8390.966913.72209.29450.83270.14295505-241.现浇构件螺纹钢筋 25毫米以内t2910.912.9798671.6383.437604.43192.89490.85270.14295515-299.铁件及电渣压力焊接 电渣压力焊接接头10个80.5710.2821.81303.55319.06152.6946.510525-302.锥螺纹钢筋接头普通型20毫米以内10个217.640.243.534.7633.892.422.460535-306.锥螺纹钢筋接头普通型32毫米以内10个324.786.62143.55248.821
16、651.52121.9121.310545-319.现浇混凝土 独立基础 C20碎石砼10m32220.584.60210219.111487.097916.27237.33578.43263.91015555-337H.现浇混凝土 矩形柱 C2510m32793.911.9215367.11156.253746.87160.17303.81293.415185565-342.现浇混凝土 构造柱 C2010m32751.950.26715.51178.09475.2321.6840.5263.91015575-343.现浇混凝土 基础梁 C2010m32305.630.8481955.1730
17、8.311465.4970.71110.67263.91015585-344.现浇混凝土 单梁连续梁 悬臂梁 C2010m32495.160.028571.1112.452.312.384.03263.91015595-344H.现浇混凝土 单梁 连续梁 悬臂梁 C2510m32622.325.51814469.962400.2710790.56460.09819.04293.415185605-346.现浇混凝土 圈梁 C2010m32629.280.127333.9282.77221.6610.5918.9263.91015615-346H.现浇混凝土 圈梁 C25.10m32756.45
18、0.18496.16117.31335.7515.0128.09293.415185625-347.现浇混凝土 过梁 C2010m32692.970.056150.8139.398.34.678.54263.91015635-356H.现浇混凝土 有梁板10厘米以内 C2510m32561.081.1232876.09423.052196.6193.64162.8310.891455645-357H.现浇混凝土 有梁板C25厚10厘米以外 10m32562.950.7381891.46270.331452.5361.53107.06310.891455655-359.现浇混凝土 平板C20 厚
19、10厘米以内10m32531.830.079200.0135.78146.336.5911.32279.223455665-361.现浇混凝土 整体楼梯 C2010m2629.761.052662.51156.01435.433.5937.563.18243675-362.现浇混凝土 雨蓬 C2010m2207.30.3470.4816.2746.653.573.9920.632275直接费计算表序号定额代码名称单位定额基价数量直接费合计 其中人工费材料费机械费综合费单价价差685-365.现浇混凝土 台阶 C2010m2411.792.4931026.59199.09713.5255.875
20、8.1143.42167695-366.现浇混凝土 栏板 C2010m134.570.62183.5720.1854.544.124.7313.479753705-371.现浇混凝土 挑檐天沟C2010m32826.850.31876.32211.04574.641.0949.6279.223455715-372H.现浇混凝土 压顶C1510m32713.960.356966.17257.62606.6747.1854.69245.36711572小 计116948.5113672.2293321.083335.566619.6773八、屋面及防水工程748-64.铸铁落水管 100mm100
21、m494.820.844417.6359.03334.96023.640.6978758-68.铸铁水斗（接水口） 100mm10个372.780.4149.1126.58114.0908.440768-78.玻璃钢排水 排水短管50mm10个76.70.430.681315.9501.740778-87.玛蹄脂油毡卷材防水 二毡三油 100m22017.32.4614964.58540.764142.80281.020788-118.刷冷底子油防水 第一遍100m2186.952.412450.9293.92331.48025.520798-121.塑料油膏二遍防水100m2916.912.
22、4122211.59126.821959.580125.180808-165.屋面保温 现浇水泥 珍珠岩10m31681.472.4124055.71430.083396.050229.5778818-167.屋面保温 干铺珍珠岩10m31118.423.1353506.25281.463026.310198.480828-171.架空隔热层 混凝土板面100m22788.762.4126726.491809.484340.9195.37380.7399.45246968312-20-(12-21)*-1.水泥砂浆找平层 厚度15mm100m2541.652.4121306.46394.197
23、98.7339.5873.9548.964884小 计23819.423775.3218460.85234.951348.2785十一、门窗工程8611-287.铝合金双扇地弹门 带上亮 100m225822.940.3519063.851523.66816.04211.16513.051009.22888711-297.铝合金双扇平开窗 带上亮制安100m221356.911.45931159.735393.8423161841.141763.76903.293179688小 计40223.586917.4429977.041052.32276.81直接费计算表序号定额代码名称单位定额基价数
24、量直接费合计 其中人工费材料费机械费综合费单价价差89十二、楼地面工程9012-15.炉渣水泥石灰拌合垫层10m31450.910.059586.3319.5261.9204.89107.2629112-17.混凝土垫层10m32023.61.272569.97385.831885.38153.3145.47230.889039212-19换水泥砂浆找平层 混凝土或硬基层上 厚度15mm100m2486.760.09948.1915.6928.541.232.7345.61449312-27.水泥砂浆楼地面 厚20mm100m2807.823.9753211.081012.431949.767
25、.18181.7878.94449412-28.水泥砂浆楼梯面 厚20mm100m21771.850.105186.04103.269.972.3510.53107.26689512-29.水泥砂浆台阶面 厚20mm100m21535.210.249382.27173.46180.986.1921.64117.03189612-48.混凝土散水面层一次抹光60mm100m21949.160.281547.71114.64379.0922.9831195.8070519712-51.水磨石嵌金属条100m446.534.0741819.1673.741642.430102.990人工费表材料代码
26、名称单位预算价数量市场价单价价差价差合计合计100000000001综合人工工日24.82634.540624.80065336.61100000000004机械人工工日25.820.712825.800534.39-金额合计-.065871材 料 表序号材料代码名称单位预算价数量市场价单价价差价差合计合计1400101110002白水泥千克0.632.1590.60019.32400111200002水泥 32.5千克0.2991235.09950.350.065474.1131932.283400301420001混凝土地模立方米173.253.0874173.2500534.894400
27、501010001标准砖 24011553mm千块18052.2838188.438.43440.759851.845400505010001-1.中（粗）砂立方米46167.674246007713.016400505010001-2.砂粒立方米460.019746000.917400505170001炉渣立方米36.990.709136.990026.238400507010002碎石 15mm立方米516.893955.564.5631.44383.039400507010003碎石 20mm立方米5020.355258.318.31169.151186.9110400507010005
28、碎石 40mm立方米49146.667157.698.691274.548461.2211400509010002生石灰千克0.1544.47030.15006.6712400509050001石灰膏立方米684.34986800295.7913400509270002滑石粉千克0.46138.84440.460063.8714400703110006玻璃钢短管 50mm个3.894.043.890015.7215401303032006大理石板平方米1039.305510300958.4716401303110006金属条米3.8431.8443.8001641.01174015012200
29、01压顶瓷片千块103.20.9311103.20096.0918401501220002阴阳角瓷片千块103.20.7528103.20077.6919401501470001瓷板 152152mm千块262.238.8749262.23002327.2720401503030002玻璃 =4mm平方米16.5145.918.071.57229.062636.4121401503030004玻璃 =6mm平方米31.8435.131.84001117.5822401701010001106涂料千克1.23133.43931.2300164.1323401701010002107胶千克2.56
30、19.73352.560050.5224402101050003镀锌铁丝8#千克3.838.59273.800146.6525402101050007镀锌铁丝12#千克472.6545400290.6226402101050017镀锌铁丝22#千克5.03105.52075.0300530.7727402101050018镀锌铁丝千克4.210.69214.21002.91第10页共35页28402103010025-1.铁钉千克4.61116.81184.6100538.529402103640801螺钉百个4.6140.13744.6100185.0330402115110504地脚个1.31052.5421.3001368.331402115710101-2.膨胀螺栓M622mm套0.318.8620.31002.7532402115710106膨胀螺栓套0.822105.0840.82001726.1733402303370002密封毛条米1.53946.26451.53001447.7834402309190005尼龙帽个0.661360.660089.7635402309650016塑料油膏千克1.321411.30941.32001862.9336402309651003软填料千克8.0842.37268.0800342.37374025010500
